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7 <br />i <br />25'-0" <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB #5 CONTINUOUS <br />• ` � . ' .- REINF. SEE FND. FOR 10'-0" 13'-4" <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />QUANTITY <br />OR FIBERMESH SHOWN ON _ <br />REINF. SEE PLAN. FOUNDATION PLAN #5 X 25" X 25" CORNER T-4" <br />BAR ONE FOR EA. 1'-4" <br />HORIZ. REBAR, TYP. <br />2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" <br />° U.N.O. L <br />w J �; ; ' ; W/ (3) #5's E.W. S3 ( } <br />"*Alternate: W/ 3 #5's E.W. <br />The reinf. bars shall be P. <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". o <br />CONTROL JOINT DETAIL I 1 <br />TYP. CORNER BAR DETAIL <br />0 2'_0f' h -4' 6'-8" c ; � 1_4,11 3'-10" 5'_2#' [4'-8" o <br />SCALE: 3/4" =1'-0" c°7.' Zo <br />SCALE: 3/4" = 1'-O" 1'4"� <br />I I M �PA <br />I I <br />• • • ll <br />all Is I <br />11 ALT <br />_I I I I AC PAD <br />1-----------------J------------------yl <br />--- TYP. @ <br />I PROVIDE: 1-1/2" RECESS S6 <br />o I F R SG DOOR. REFERBASED ON <br />2 STORY HVAC CHASE I <br />j TO MASON'S SCOPE LOCATION III <br />I F RWI H I � <br />I II <br />I 11 1 0 <br />1 T INDICATES FILLED CELL <br />W/3000 PSI CONC. GROUT I I I <br />FROM FTR. TO BEAM W/ 1 #5 1111 - <br />J T C.J. _ _ REBAR_VERT, ABOVE SLAB. �L <br />TYPICAL @ALL PLACES _ 1 I <br />S6 I t SHOWN HOOKED FTG. !1 <br />TYP. @ I DOWELS 17" EMBEDMENT <br />2 STORY I r- - - � -(--3W/ 25" EXT, ABOVE SLAB <br />j I 11 1 "GRADE 40 STEEL" Iill <br />co <br />I L___JI I 11 1 <br />■ a III l l I • <br />E]I I 1 I <br />I '-'-' � I I 11 I <br />tall I 11 I - <br />z I II 1 <br />yr ILI 3)" MIN. 3000 PSI CONC. SIB#kB I 00 `) <br />FOR HERNANDO COUNTY ONLY C° <br />LO I 3Y2' MIN. 2500 PSI CONC. q(AB OVER I <br />6 MIL VISQUEEN VAPOR BARRIER <br />• L _ _ C.J. _ _ —J L <br />2' O" 21- 11 51-31, 15 4' I I <br />I <br />o 11 1 <br />4 r 0'-0" ELEV. l i I o <br />PLUMBING LINE TO --T ----�� 1 <br />SECOND FLOOR - --- � --' <br />- FIN CONC. SLAB! i I <br />- <br />ll <br />I 1113'-0"x3'-0"x1'-0�' C0 <br />LZ-0�'x2'-0"x1'-0" W/ 4 #5 E.W.o I 10'-7 1/2" / 3) #5 E.W. 14'-5" 1 I O o <br />- I ih I I eh <br />-3 1/2" - 4" STEP <br />`? I I C DOWN <br />ea �fl 1 S6 <br />17-1 11 S3 MIN. 10i' 6'-4" I TYP. <br />@ <br />0 K _ _ I 2 STORY <br />---- <br />I • • <br />jBUILDER TO PROVIDE I <br />10 (APPLIANCE PROTECTION a I I TOP OF CDNC.I <br />WHEN REQUIRED PER FBC 1 o I REC SS FOR FRT. DOOR 1 <br />-1 I PAVER TO BE 4" <br />v cn I PRO IDE 1/2" x 91/2" 1 <br />I 9'-4" 9'-4" I i BELOW FIN. FLR. <br />-411 <br />C.J. <br />Q <br />I N I I 1 S3 <br />I I d <br />o 00 2111 TYP. @ <br />1 f <br />� TYP 3@ 1 I 2'-6"x2'-6"x1'-0"I 1' 14" ENTRY <br />O r SINGLE I W/ (3) #5 E.W. <br />C1 U- STORY j j <br />T "' • rI j r <br />(2) #5 VERTI ALS c.z <br />0 W/IN FILLED Ira <br />O i J i i 10o HB I en-0"x5'-0"x1'-O" <br />O <br />L _____ ________ ______ _____ __J W/#5@81,O.C. <br />-1 • E.W. <br />16-811 '-0' <br />18'-8" 41 614 <br />1 <br />25'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />0 <br />LO <br />IN <br />U) 0 <br />N O <br />z <br />0 <br />0 <br />u— <br />T <br />FOUNDATION PLAN -A <br />SCALE: Ya' =V-0" <br />c� <br />M <br />Im o <br />W •nr <br />U— > W <br />0 <br />•o m >«C <br />iC G >r <br />to <br />N <br />� <br />Y <br />fS N rt <br />C.i Of <br />C <br />L <br />M 6 <br />C <br />tiui <br />,a cab \ <br />'�,fOESSi0ar��`o, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />v E <br />0 0 <br />M <br />Q U <br />I'll 6 <br />a9 0 <br />qv 00 a N <br />0 N <br />� N <br />It <br />fe%/S M z52 <br />v <br />y C J M W <br />u- <br />J u- 5 (L <br />m c� <br />ZCa <br />0 <br />'Fu x <br />Al 0 M °� <br />9 <br />lib c.7 °' M <br />Z � M Z J r <br />(n N <br />z O U L) � <br />W LJ ❑ <br />M <br />N M� <br />O O <br />� N <br />7` <br />a <br />— N <br />M <br />L <br />w m <br />a :W <br />oLU9 <br />Ly N <br />� r <br />v � <br />SOLLB J <br />U <br />,— EEAVEMENEM <br />c4`"• <br />l� <br />®Q <br />m 0 <br />N m <br />o <br />O <br />J <br />w <br />M <br />w¢ <br />ZO <br />z <br />Q <br />__j <br />U- <br />E <br />Zz <br />QO <br />� N <br />aN <br />c6 <br />Eca <br />2 0 <br />iQ <br />_ <br />O <br />N <br />K 0 <br />a� <br />aaz <br />0 00 <br />C, <br />0Q <br />az <br />Q <br />w2 <br />Y <br />m 0 <br />0, <br />Cz <br />J <br />N <br />oW <br />5zz <br />� <br />a <br />V <br />00 <br />oz <br />a <br />mo <br />a <br />CID <br />�i <br />zl¢ <br />o0 3 <br />0 © <br />_ <br />LO <br />ON <br />m <br />c� <br />L <br />M <br />A <br />CID CIO <br />C) <br />d <br />CO <br />m <br />N <br />L <br />(7 <br />CO <br />N <br />Cr) <br />Lo <br />r <br />Q (0 L) <br />T <br />ai <br />T M <br />M cN <br />o <br />z <br />Z <br />E Q f <br />m <br />m <br />Q. <br />E N <br />U Q 0 <br />c <br />-i <br />JOB <br />NO: 22-12352 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />